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All Journal Jurnal Teknik Sipil LATERAL
Ani Firda
Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti
Civil Engineering, Building, Construction & Architecture Transportation

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ANALISIS PERBANDINGAN STRUKTUR BETON DENGAN MUTU Fc’ 30 DAN Fc’ 35 PADA MODEL PERENCANAAN GEDUNG ORMAWA UNANTI Dini Yuniarti; Indra Syahrul Fuad; Ani Firda; Hariman Al Faritzie
LATERAL: Jurnal Teknik Sipil Vol 3 No 1 (2025): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v3i1.598

Abstract

This study will evaluate concrete buildings with grades Fc'30 and Fc'35 in the planning model for the student organization building at Tridinanti University. The observation and literature approach was the research methodology employed in this study. The literature review, data collecting, planned structure drawings, primary data, structural modeling, load analysis, structural analysis, and design control are the eight stages of this research Structural analysis in compliance with SNI 2847-2019, SNI 1726-2019, and SNI 1727-2020 utilizing the ETABS application version 21.1. According to the results of the structural design utilizing the Intermediate Moment Resisting Frame System (SRPMM), the reinforcement is of quality Fy = 420 MPa, and the concrete utilized has a quality of Fc' = 30 MPa and Fc' = 35 MPa. Beam B1, measuring 400 x 200 mm, received reinforcement in the form of 4D13 and 6D13 for support, and 7D13 for field reinforcement. The child beam, measuring 250 mm by 150 mm, is produced by using 2D13 field reinforcement and 2D13 support reinforcement. Columns measuring 450 mm by 450 mm were found to have 2D-120 stirrup reinforcement in addition to 8D22 and 8D24 main reinforcement. The beam's tensile axial force is 693.1914 kN, compressive axial force is 1154.677 kN, shear force is 946.2809 kN, beam support moment is 1130.7728 kN, and field moment is 1007, 1748 kN. These are the resulting shear force, axial force, and moment of force. In the meantime, the column field moment is 6599.6249 kN, the column support moment is 2486.1633 kN, the column shear force is 3955.943 kN, and the column tensile axial force is 1902.8033 kN.
ANALISIS KINERJA PROYEK PEMBANGUNAN RUMAH SAKIT PANTI BHAKTININGSIH CHARITAS KECAMATAN BELITANG, KABUPATEN OKU TIMUR Poppy Augustina Legislatifa; Ani Firda; Adefan Hendric; Fajar Sadik Islami; Indra Syahrul Fuad
LATERAL: Jurnal Teknik Sipil Vol 2 No 2 (2024): Jurnal Teknik Sipil LATERAL
Publisher : Program Studi Teknik Sipil, Fakultas Teknik, Universitas Tridinanti

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.52333/lateral.v2i2.767

Abstract

In a project, planning and controlling time and cost is parts of contruction management project completely, Earned Value concept is one of method that can monitoring project’s performance from the cost and time goodly. This research has aim to know project’s performance from the time and cost side weekly, predict cost and time for job finishing rest of jobs. So it can get correction action what next will do for project developing. It use Earned Value Analisys by collecting data in the field development project Panti Bhaktiningsih Charitas Belitang Hospital. The results of the analysis of the Panti Bhaktiningsih Charitas Belitang Hospital construction project, namely the actual cost to complete the Panti Bhaktiningsih Charitas Belitang Hospital construction project from May 2017 to July 2018 was Rp. 19,883,148,800 with a Schedule Performance Index (SPI) value of 0.887 while the Cost Performance Index (CPI) was 1.034, which means that the project experienced delays in terms of schedule but incurred actual costs that were less than the work that had been carried out. Estimate to Completion (ETC) value is Rp. 7.333.436.666 and Estimate Cost at Completion (EAC) value is Rp.27.216.585.466,00 whereas Estimated Completion Date (ECD) value become 558 days from finishing the project.
Co-Authors Adefan Hendric Dini Yuniarti Fajar Sadik Islami Hariman Al Faritzie Indra Syahrul Fuad Poppy Augustina Legislatifa